0

a spr sensorgrams for different concentrations of glyphosate 0 2 4 8 16 32 and 64 μm the sensor chip is modified with p1 cys with a surface density of 0 6 molecule nm2 b spr responses at various glyphosate concentrations the

Efficient progressive collapse analysis for robustness evaluation and enhancement of steel concrete composite buildings

Efficient progressive collapse analysis for robustness evaluation and enhancement of steel concrete composite buildings

Cao đẳng - Đại học

... such as ABAQUS (ABAQUS, 20< /b> 0< /b> 5) and < /b> LS-DYNA (Hallquist, 20< /b> 0< /b> 6)< /b> Some notable studies adopting detailed FEA include the < /b> work by Alashker et al ( 20< /b> 1< /b> 0), Kwasniewski ( 20< /b> 1< /b> 0), Yu et al ( 20< /b> 1< /b> 0), Fu ( 20< /b> 0< /b> 9) and < /b> ... (e.g Aceh 20< /b> 0< /b> 4,< /b> Sichuan 20< /b> 0< /b> 8,< /b> Christchurch 20< /b> 1< /b> 0- 20< /b> 1< /b> 1 and < /b> Tohoku 20< /b> 1< /b> 1) and < /b> other natural hazards (e.g tsunami, flood and < /b> typhoon) have constantly reminded us of < /b> the < /b> importance of < /b> preparing for < /b> unforeseen ... check, alongside other permanent loads Partial load factor of < /b> 1 .05< /b> and < /b> 0.< /b> 90 < /b> should be used for < /b> permanent loading adding to adverse and < /b> beneficial effect (BSI, 20< /b> 0< /b> 0) For < /b> members that fail to satisfy...
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Tài liệu Design of Feedback Control Systems for Stable Plants with Saturating Actuators ppt

Tài liệu Design of Feedback Control Systems for Stable Plants with Saturating Actuators ppt

Cao đẳng - Đại học

... 10 < /b> 10]< /b> T 100< /b> .00< /b> 70.< /b> 00 < /b> mp 40< /b> .< /b> 00 < /b> ¢.- 10.< /b> 00 < /b> - 20< /b> .< /b> 00 < /b> - 50.< /b> 00 < /b> 0 .00< /b> 1 .00< /b> 2 < /b> .00< /b> 3 .00< /b> 4 < /b> .00< /b> 5 .00< /b> Time (sec.) Figure 4 < /b> .22< /b> : Controls in the < /b> F8 system with < /b> saturation and < /b> the < /b> EG, (r = [ 10 < /b> 10]< /b> T) Page 36 < /b> AX for < /b> ... for < /b> the < /b> F8 closed loop vith r=[ 10 < /b> ] T (t) 1. 10 < /b> 0 .88< /b> 0.< /b> 66< /b> 0.< /b> 9 A(< /b> t) 0.< /b> 6 < /b> 0.< /b> 44< /b> 0.< /b> 3 0.< /b> 22< /b> 0.< /b> 0 0.< /b> 0 0.< /b> 15 0.< /b> 30 < /b> 0 .45< /b> 0.< /b> 60< /b> < /b> 0.75 0.< /b> 00 < /b> 0 .00< /b> 1 .00< /b> 2 < /b> .00< /b> 3 .00< /b> 4 < /b> .00< /b> 5 .00< /b> Tiwme (sec.) Figure 4 < /b> .23< /b> : X(t) in the < /b> F8 ... system with < /b> saturation, (r = [.3 3]T) Page 25< /b> Academic example vith saturation 4 < /b> .00< /b> 3 .00< /b> 2 < /b> .00< /b> 2'< /b> 1 .00< /b> 0.< /b> 00-< /b> -1 .00< /b> 0.< /b> 00 < /b> 2 < /b> .00< /b> 4 < /b> .00< /b> 6 < /b> .00< /b> 8 < /b> .00< /b> 10.< /b> 00 < /b> Time (sec.) Figure 4.< /b> 9: Output response for < /b> the < /b> system...
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Báo cáo khoa học: Insights into the design of a hybrid system between Anabaena ferredoxin-NADP+ reductase and bovine adrenodoxin pot

Báo cáo khoa học: Insights into the design of a hybrid system between Anabaena ferredoxin-NADP+ reductase and bovine adrenodoxin pot

Báo cáo khoa học

... d ) 325< /b> < /b> ) 305< /b> )33 8a < /b> )31 2a < /b> )31 2a < /b> )29< /b> 8a < /b> ) 305< /b> ) 28 /b> 6 < /b> ) 3 02 /b> ) 307< /b> ND )318f )29< /b> 9f )315f ) 320< /b> < /b> f ND ) 28 /b> 2f )27< /b> 3f ) 28 /b> 9f )29< /b> 4f ND ) 305< /b> )3 18 < /b> )29< /b> 2 2.< /b> 7 0.< /b> 5 NR d 15 .2 < /b> 1 46 /b> d 1 60< /b> < /b> d 100< /b> a < /b> Data from [13,31] b kobs values ... form Adxoxb Fdoxc Adxrdb WT K75E 0.< /b> 003< /b> 0.< /b> 01 d < 0.< /b> 001< /b> NR NR L76S L78S L78D L78F L78V 0.< /b> 01 0.< /b> 005< /b> 0.< /b> 01e 0.< /b> 02 < /b> 0.< /b> 035 NR 0.< /b> 41< /b> 0.< /b> 03 2 < /b> 40< /b> < /b> > 60< /b> 0< /b> 0.< /b> 0 14 < /b> 0.< /b> 0 12 < /b> 0.< /b> 01 0.< /b> 01 NR V136S 0.< /b> 03 NR Fdrdc Eox/rda (mV) ... the < /b> appearance of < /b> the < /b> typical absorption spectrum of < /b> the < /b> CO-ferrous CYP1 1A1< /b> complexed form, characterized by absorbance decreases at 3 90,< /b> 4 < /b> 30 < /b> and < /b> 4 < /b> 80< /b> < /b> nm and < /b> by the < /b> appearance of < /b> a < /b> peak at 45< /b> 0...
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Báo cáo khoa học:

Báo cáo khoa học: "User studies and the design of Natural Language Systems" doc

Báo cáo khoa học

... told them that an English interface to a < /b> database was run3.1 Preliminary analysis and < /b> filtering ning on the < /b> machine and < /b> that the < /b> database contained information about paintings by Van Gogh and < /b> other ... Guida and < /b> G Mauri A < /b> formal basis for < /b> performance evaluation of < /b> natural language understanding systems American Journal of < /b> Computational Linguistics, 10:< /b> 15 -29< /b> , 19 84< /b> < /b> In COLING 88:< /b> Proc l~th International ... such as spreadsheets or graphics packages Of < /b> the < /b> remainder, had some experience with < /b> using databases and < /b> one of < /b> these had participated in the < /b> design a < /b> database None of < /b> them was familiar with < /b> the...
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surface production operations - design of oil handling systems and facilities

surface production operations - design of oil handling systems and facilities

Hóa học - Dầu khí

... Media 6 < /b> 20< /b> < /b> Summary of < /b> Filter Types 6 < /b> 20< /b> < /b> Removal Ratings 62< /b> 1< /b> Nominal Rating 62< /b> 1< /b> Absolute Rating 62< /b> 2< /b> Beta ( ) Rating System 62< /b> 3< /b> Choosing the < /b> Proper Filter 6 < /b> 24 /b> Nature of < /b> Fluid 6 < /b> 24 /b> Flow Rate 62< /b> 5< /b> Temperature ... possible Library of < /b> Congress Cataloging-in-Publication Data Application submitted British Library Cataloguing-in-Publication Data A < /b> catalogue record for < /b> this book is < /b> available from the < /b> British Library ... Operations 48 /b> 3 Onshore Operations 48 /b> 4 Characteristics of < /b> Produced Water 48 /b> 4 Dissolved Solids 48 /b> 4 Precipitated Solids (Scales) 48 /b> 5 48 /b> 5 Calcium Carbonate (CaCO3 ) 48 /b> 5 Calcium Sulfate (CaSO4 ) 48 /b> 6...
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Báo cáo hóa học:

Báo cáo hóa học: " Optimal Design of Noisy Transmultiplexer Systems Huan Zhou1 and Lihua Xie2" docx

Báo cáo khoa học

... crosstalk constraint Band 23< /b> .27< /b> 97 4.< /b> 1931 32 < /b> < /b> .03< /b> 17 5 .83< /b> 82< /b> < /b> 48 /b> .9 783< /b> 5. 544< /b> 8 < /b> Band 30.< /b> 89< /b> 80< /b> < /b> 11. 64< /b> < /b> < /b> 30 < /b> 33 .8 < /b> 1 04 /b> 12.< /b> 223< /b> 8 < /b> 76.< /b> 1 100< /b> 6.< /b> 68< /b> 3< /b> 5 SNRc = 20< /b> < /b> dB Band 26 /b> .1 188< /b> 9 .41< /b> 81< /b> 35. 62< /b> 9< /b> 9 10.< /b> 522< /b> 3 54.< /b> 5 02 /b> 2 < /b> 10.< /b> 144< /b> 4 Band 23< /b> .27< /b> 97 ... method By method in [17] By proposed method By method in [17] γ=1 γ = 0.< /b> 1 25< /b> 30 < /b> 41< /b> . 86 /b> 37 41< /b> .7 722< /b> 41< /b> . 80< /b> 7< /b> 1 40< /b> .< /b> 34 < /b> 20< /b> < /b> 43< /b> . 20< /b> 4 /b> 4 < /b> 43 . 08 /b> 02 < /b> 43< /b> . 127< /b> 4 < /b> 41 . 24 /b> 96 < /b> Table 2:< /b> TMUX system SNRs and < /b> SCRs comparison for < /b> ... comparison between different receiver design approaches Constraint γ 10 < /b> 15 SNRc (dB) 20< /b> < /b> 30.< /b> 75 18 < /b> 30.< /b> 74 < /b> 50 < /b> 30.< /b> 747< /b> 6 < /b> 30.< /b> 57 84< /b> < /b> 35.3 3 02 /b> 35.3 100< /b> 35.3177 34.< /b> 9 161< /b> < /b> 39 .21< /b> 35 39.19 38 < /b> 39.1 82< /b> 8< /b> 38.< /b> 3 08 /b> 0 SNRr (dB) By...
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Part 4: Code of practice for design of composite slabs with profiled steel sheeting ppt

Part 4: Code of practice for design of composite slabs with profiled steel sheeting ppt

Kiến trúc - Xây dựng

... Tel: 02 /b> 0 89< /b> 96 < /b> 7111 Fax: 02 /b> 0 89< /b> 96 < /b> 7 04 /b> 8 < /b> Subscribing members of < /b> BSI are kept up to date with < /b> standards developments and < /b> receive substantial discounts on the < /b> purchase price of < /b> standards For < /b> details of < /b> ... of < /b> 1 .25< /b> is < /b> a < /b> partial safety factor for < /b> resistances gm, selected on the < /b> basis of < /b> the < /b> behaviour and < /b> mode of < /b> failure of < /b> the < /b> slab The < /b> empirical parameters mr and < /b> kr in this formula should be obtained ... 6.< /b> 10 < /b> Shear connection © BSI 12-< /b> 19 98 < /b> 10 < /b> 10 < /b> 10 < /b> 10 < /b> 12 < /b> 13 13 16 < /b> < /b> 16 < /b> 16 < /b> < /b> 18 < /b> 20< /b> < /b> 20< /b> < /b> 22< /b> 22< /b> 23< /b> 23< /b> i BS 59 50-< /b> 4:< /b> 19 94 < /b> Page Section Fire resistance 7.1 General 7 .2 < /b> Minimum thickness of < /b> concrete 7.3 Determination...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 1 pps

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 1 pps

Kĩ thuật Viễn thông

... Rate, 42< /b> 3< /b> ix CHAPTER Valves, Fittings, and < /b> Piping Details 42< /b> 5< /b> Valve Types, 42< /b> 6 /b> Ball Valves 42< /b> 6 /b> , Plug Valves 4 < /b> 30,< /b> Gate Valves 4 < /b> 32,< /b> < /b> Butterfly Valves 4 < /b> 32,< /b> < /b> Globe Valves 4 < /b> 32,< /b> < /b> Diaphragm (Bladder) Valves ... Matrix and < /b> Function Charts, 40< /b> 6 /b> Symbols, 4 < /b> 10 < /b> Hazards Analysis, 41< /b> 8 < /b> Types of < /b> Hazards Analysis 41< /b> 8,< /b> Problems Commonly Encountered 41< /b> 9 Safety Management Systems, 4 < /b> 20< /b> < /b> Safety Case and < /b> Individual Risk Rate, ... psig 4 < /b> ,00< /b> 0 psig 1 ,00< /b> 0 psig 1 20< /b> < /b> F 175°F 22< /b> 4< /b> F Separator Gas Composition (1 ,00< /b> 0 psia) Component CO, N, c, C, C3 i C4 n C4 »C nC, C6 C7+ H2S Mole % 4 < /b> .03< /b> 1 .44< /b> 85< /b> .55 5. 74 < /b> 1.79 0.< /b> 41< /b> 0.< /b> 41< /b> 0.< /b> 20< /b> < /b> 0.13 0.< /b> 15...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 2 doc

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 2 doc

Kĩ thuật Viễn thông

... 0.< /b> 01 6 < /b> 02 /b> 0.< /b> 01 6 < /b> 02 /b> 0.< /b> 01 6 < /b> 02 /b> 0.< /b> 01 60< /b> 3< /b> 3 3 06 /b> 29< /b> 47< /b> 24 /b> 44< /b> 20< /b> 3< /b> 6 < /b> .4 < /b> 1 703< /b> .2 < /b> 2 947< /b> 24 /b> 44< /b> 20< /b> 3< /b> 6 < /b> ,4 < /b> 1 703< /b> .2 < /b> 00< /b> 3 . 02 /b> 8 < /b> .05< /b> 13 . 06 /b> 18 < /b> ,07< /b> 60< /b> < /b> 70 < /b> 80< /b> < /b> 90 < /b> 100< /b> 0.< /b> 25< /b> 63< /b> 0.< /b> 363< /b> 1 05< /b> 6 < /b> 09< /b> 06 /b> 8 < /b> 92 < /b> 0,< /b> 94 < /b> 92 < /b> 0.< /b> 01 6 < /b> 04 /b> 0.< /b> 01 60< /b> 6< /b> 0.< /b> 01 6 < /b> 08 /b> 0.< /b> 0 16 < /b> < /b> 10 < /b> 0 .01< /b> 61< /b> 3 ... 1 .4 < /b> 325< /b> < /b> 1 .41< /b> 36 < /b> 1.39 42< /b> < /b> 1.37 42< /b> < /b> 1.35 32 < /b> < /b> 500< /b> 5 20< /b> < /b> 5 40< /b> < /b> 5 60< /b> < /b> 5 80< /b> < /b> 60< /b> 0< /b> 6 < /b> 20< /b> < /b> 6 < /b> 40< /b> < /b> 6 < /b> 60< /b> < /b> 6 < /b> 80< /b> < /b> 15 42< /b> .< /b> 9 1 7 86 /b> .6 < /b> 20< /b> 5< /b> 9.7 23< /b> 65< /b> .4 < /b> 2 < /b> 7 08 /b> .1 0.< /b> 023< /b> 6 < /b> 00< /b> 4 < /b> 27< /b> 00< /b> 6 < /b> 20< /b> < /b> 007< /b> 28 /b> 0.< /b> 0 305< /b> 0.< /b> 24 /b> 32 < /b> < /b> 0.< /b> 1955 0.< /b> 15 38 < /b> 0.< /b> 1 165< /b> < /b> 0.< /b> 08 < /b> 10 < /b> 0 . 26 /b> 68< /b> < /b> 0.< /b> 2 < /b> 20< /b> 1< /b> ... 0.< /b> 7 86 /b> 8 0.< /b> 765< /b> 3 1 .47< /b> 93 1 .4 < /b> 700< /b> 1 .4 < /b> 60< /b> 6< /b> 1 .45< /b> 13 1 .44< /b> 19 4 < /b> 50 < /b> 4 < /b> 60< /b> < /b> 4 < /b> 70 < /b> 4 < /b> 80< /b> < /b> 4 < /b> 90 < /b> 500< /b> 5 20< /b> < /b> 5 40< /b> < /b> 5 60< /b> < /b> 5 80< /b> < /b> 6 < /b> 80< /b> .< /b> 8 < /b> 8 12.< /b> 4 < /b> 9 62< /b> .< /b> 5 1133.1 1 325< /b> < /b> .8 < /b> 00< /b> 0 24 /b> 00< /b> 0 29< /b> 0.< /b> 021< /b> 5 0.< /b> 022< /b> 1 0.< /b> 022< /b> 8 < /b> 0.< /b> 6 < /b> 545< /b> 0.< /b> 5 385< /b> 04 /b> 3 44< /b> 0.< /b> 3 64< /b> 7< /b> < /b> 0.< /b> 29< /b> 89< /b> 06 /b> 4...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 3 pps

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 3 pps

Kĩ thuật Viễn thông

... 100< /b> ,00< /b> 0 2 < /b> 50,< /b> 000< /b> 500< /b> ,00< /b> 0 7 50,< /b> 000< /b> 1 ,00< /b> 0 ,00< /b> 0 1, 500< /b> ,00< /b> 0 2 < /b> ,00< /b> 0 ,00< /b> 0 2,< /b> 500< /b> ,00< /b> 0 3 ,00< /b> 0 ,00< /b> 0 3, 500< /b> ,00< /b> 0 4 < /b> ,00< /b> 0 ,00< /b> 0 5 ,00< /b> 0 ,00< /b> 0 * Minimum Diameter-in 2.< /b> 5 3.9 5.5 6.< /b> 7 7 .8 < /b> 9.5 11 .0 < /b> 12,< /b> 3 13.5 14.< /b> 6 < /b> 15 .6 < /b> 17 .4 < /b> 46 < /b> ... 100< /b> .00< /b> Sum (Aj) B Molecular Weight C Critical Temp °R D Critical psia 547< /b> .87< /b> 107< /b> 1 .0 < /b> 44< /b> .01< /b> 0 49< /b> 3 .0 < /b> 28 /b> .01< /b> 3 22< /b> 7.3 34 < /b> .07< /b> 6 < /b> 103< /b> 6 < /b> .0 < /b> 6 < /b> 72.< /b> 6 < /b> 343< /b> .37 16 < /b> < /b> . 04 /b> 3 66< /b> 7 .8 < /b> 707< /b> .0 < /b> 30.< /b> 0 70 < /b> 5 50.< /b> 09 44< /b> .09< /b> 7 61< /b> 6.< /b> 3 66< /b> 6 .01< /b> 7 34.< /b> 98 < /b> ... 7 34.< /b> 98 < /b> 529< /b> 58.< /b> 1 24 /b> 58.< /b> 1 24 /b> 5 50.< /b> 7 765< /b> .65< /b> 4 < /b> 90.< /b> 4 < /b> 72.< /b> 151 82< /b> 9< /b> , 10 < /b> 48 /b> 8.< /b> 6 < /b> 84< /b> 5< /b> . 70 < /b> 72.< /b> 151 86 /b> .1 78 < /b> 913. 70 < /b> 43< /b> 6.< /b> 9 3 04 /b> 147< /b> 11 12 < /b> .0 < /b> 19 . 48 /b> 3 74.< /b> 6 < /b> 6 80< /b> .< /b> 5 Sum (Aj x B{ ) Sum (A,< /b> x Cj) Sum (Aj xDj) Sum (A,< /b> ) Sum ( Aj) Sum...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 4 pdf

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 4 pdf

Kĩ thuật Viễn thông

... 25< /b> .00< /b> 1 24 /b> 1 48 /b> 1 74 < /b> 1 16 < /b> < /b> 1 42< /b> < /b> 166< /b> < /b> 1 12 < /b> 1 36 < /b> 1 60< /b> < /b> 1 12 < /b> 1 40< /b> < /b> 1 62< /b> < /b> 1 08 /b> 1 38 < /b> 1 62< /b> < /b> 48 /b> 60< /b> < /b> 71 44< /b> 56 < /b> 68< /b> < /b> i 84< /b> < /b> 21< /b> 6 < /b> 25< /b> 6 < /b> 88< /b> 100< /b> 1 16 < /b> < /b> 88< /b> 98 < /b> 1 16 < /b> < /b> 27< /b> .00< /b> 2 < /b> .0 < /b> 90 < /b> 31 .00< /b> 20< /b> 9< /b> 23< /b> 8 < /b> 27< /b> 5 20< /b> 2< /b> 23< /b> 2 26 /b> 4 < /b> 1 92 < /b> 2 32 < /b> < /b> 2 64< /b> < /b> < /b> 191 22< /b> 1 26 /b> 1 188< /b> 21< /b> 5 24 /b> 9 ... 1 28 /b> 1 48 /b> 1 68< /b> < /b> 42< /b> 8 /b> 4 < /b> 92 < /b> 5 70 < /b> 42< /b> 6 /b> 4 < /b> 92 < /b> 566< /b> 41< /b> 4 48 /b> 4 5 56 < /b> 1 98 < /b> 23< /b> 6 < /b> 27< /b> 6 < /b> 1 96 < /b> 22< /b> 8 < /b> 26 /b> 8 < /b> 3 .0 < /b> 90 < /b> 4 < /b> .0 < /b> 20< /b> < /b> 45< /b> .00< /b> 4 < /b> 42< /b> < /b> 522< /b> 60< /b> 3< /b> 42< /b> 7< /b> 5 06 /b> 583< /b> 42< /b> 4< /b> 500< /b> 5 72 < /b> 42< /b> 8 /b> 49< /b> 7 575 4 < /b> 12 < /b> 48 /b> 4 5 62< /b> < /b> 40< /b> 4< /b> 4 < /b> 72 < /b> 5 52 < /b> 195 22< /b> 8 < /b> 27< /b> 1 1 90 < /b> 22< /b> 4 < /b> 26 /b> 4 < /b> 67< /b> 6 ... 5 62< /b> < /b> 6 < /b> 40< /b> < /b> 46 /b> 8 < /b> 5 48 /b> 6 < /b> 40< /b> < /b> 23< /b> 6 < /b> 27< /b> 7 3 20< /b> < /b> 33 .00< /b> 35 .00< /b> 37 ,00< /b> 7 82< /b> < /b> 89< /b> 6 < /b> 100< /b> 4 < /b> 7 68< /b> < /b> 8 68< /b> < /b> 9 78 < /b> 7 68< /b> < /b> 8 68< /b> < /b> 9 64< /b> < /b> < /b> 7 42< /b> < /b> 84< /b> 6 /b> 9 52 < /b> 7 32 < /b> < /b> 83< /b> 1 931 7 32 < /b> < /b> 8 < /b> 20< /b> < /b> 9 28 /b> 39 .00< /b> 4 < /b> .0 < /b> 20< /b> < /b> 45< /b> .00< /b> 1 1 02 /b> 12X3 1 48 /b> 4 1 06 /b> 2 < /b> 123< /b> 2 1 42< /b> 4< /b> 1 04 /b> 5 122< /b> 2 141< /b> 5 4X 00 < /b> 51...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 5 pps

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 5 pps

Kĩ thuật Viễn thông

... Propane 0.< /b> 25< /b> Isobutane 0.< /b> 0 04 /b> 1 0.< /b> 15 0.< /b> 72 < /b> 0.< /b> 0 04 /b> 1 n-Butane Infinity Pentane"1" 0.< /b> 0 06 /b> 3 1 .00< /b> 00 < /b> Total Interpolating linearly, Y/K=1. 0at 74 < /b> ]F yn/i 00 < /b> 0 .00< /b> 0.< /b> 00 < /b> 0. 90 < /b> 0 . 08 /b> 0.< /b> 07 0.< /b> 03 0.< /b> 00 < /b> 0 .00< /b> J . 08 /b> At ... At 80< /b> < /b> F Kn Yn/Sn Infinity Infinity 0.< /b> 00 < /b> 0 .00< /b> 0.< /b> 00 < /b> 0 .81< /b> 0.< /b> 05 0.< /b> 00 < /b> 0 .01< /b> 0.< /b> 00 < /b> 0 .00< /b> 0.< /b> 87< /b> 0.< /b> 5 05< /b> 1 .22< /b> Infinity 0.< /b> 6 < /b> 1 .22< /b> Infinity Figure 4-< /b> 5 Approximate hydrate temperature formation (Courtesy of < /b> ... is < /b> saturated with < /b> water vapor, it is < /b> by definition at its dew point The < /b> amount of < /b> water vapor saturated in the < /b> gas is < /b> given Hydrates 99 Table 4-< /b> 1 Calculation of < /b> Temperature for < /b> Hydrate Formation...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 6 potx

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 6 potx

Kĩ thuật Viễn thông

... 10.< /b> 3 3. 61< /b> 6 < /b> 1 .00< /b> 0 .00< /b> 0 42< /b> "< /b> » 1 ,00< /b> 0 .00< /b> 0 42< /b> "< /b> « 1 ,00< /b> 0 .00< /b> 0 42< /b> "< /b> * 1 ,00< /b> 0 ,00< /b> 0 42< /b> "< /b> x 4'< /b> «" 1. 500< /b> .00< /b> 0 48 /b> " * 7 '6"< /b> 1, 500< /b> .00< /b> 0 4'< /b> 4" 2-< /b> 2"XH 34 < /b> 40< /b> < /b> 93 .4 < /b> 166< /b> < /b> 17.9 4 < /b> . 06 /b> 0 4'< /b> 4" 12-< /b> r'XXH 73 40< /b> < /b> 85< /b> .9 166< /b> < /b> 17.9 4,< /b> 725< /b> WXH 3 20< /b> 0< /b> ... 2 < /b> 60< /b> ,< /b> 000< /b> 24 /b> " > r«" 8 < /b> -2-< /b> XH 34 < /b> 40< /b> < /b> 29< /b> -S S4 2.< /b> 9 1. 40< /b> 0< /b> 2 < /b> 90.< /b> 000< /b> 24 /b> " < re~ 8-< /b> y'XXH 73 40< /b> < /b> 26 /b> .5 54 < /b> 2.< /b> 9 1 .6 < /b> 10 < /b> 500< /b> ,00< /b> 0 30"< /b> * 0"< /b> 0" 8 < /b> -2"< /b> XH 34 < /b> 40< /b> < /b> 42< /b> .< /b> 6 < /b> 76 < /b> 6 .0 < /b> 2,< /b> 2 10 < /b> 500< /b> .00< /b> 0 30"< /b> x 0-< /b> 0" 8 < /b> -2"< /b> XXH 73 40< /b> < /b> 38.< /b> 3 76 < /b> 6 .0 < /b> 2.< /b> 5 10 < /b> ... 8Std 8XS 8XXS 0.< /b> 179 0.< /b> 1 54 < /b> 0.< /b> 21< /b> 8 < /b> 0.< /b> 43< /b> 6 < /b> 0.< /b> 20< /b> 3< /b> 0.< /b> 27< /b> 6 < /b> 0.< /b> 5 52 < /b> 0.< /b> 7 50 < /b> 0 .87< /b> 5 0.< /b> 21< /b> 6 < /b> 0.< /b> 300< /b> 0.< /b> 60< /b> 0< /b> 0.< /b> 23< /b> 7 0.< /b> 337 0.< /b> 6 < /b> 74 < /b> 0.< /b> 2 < /b> 80< /b> < /b> 0 .4 < /b> 32 < /b> < /b> 0.< /b> 8 < /b> 64< /b> < /b> < /b> 0.< /b> 322< /b> < /b> 0.< /b> 500< /b> 0.< /b> 87< /b> 5 Maximum Working Pressure* Grade B S = 20< /b> ,< /b> 000< /b> psig 5 ,27< /b> 0...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 7 ppsx

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 7 ppsx

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... lOOscf* 0.< /b> 13 0.< /b> 0 08 /b> 0.< /b> 18 < /b> Milligrams per m3* 0,< /b> 001< /b> 10 < /b> 0 .63< /b> 14.< /b> 41 0,< /b> 005< /b> 50 < /b> 3.15 72 < /b> .07< /b> 0.< /b> 01 100< /b> 6.< /b> 30 < /b> 144< /b> . 14 < /b> 0.< /b> 02 < /b> 20< /b> 0< /b> 12.< /b> 59 28 /b> 8 < /b> . 06 /b> 0.< /b> 05 500< /b> 31 .49< /b> 7 20< /b> .< /b> 49< /b> 0.< /b> 07 700< /b> 44< /b> . 08 /b> 100< /b> 8.< /b> 55 100< /b> 0+ 62< /b> .< /b> 98 < /b> 14 < /b> 40< /b> .< /b> 98+< /b> 0.< /b> 10+< /b> ... Pressure At !00< /b> °F psia 500< /b> 0 80< /b> 0< /b> 1 90 < /b> 72.< /b> 2 51 ,6 < /b> 20< /b> .< /b> 4 < /b> 15 .6 < /b> 5 .0 < /b> - ~0.< /b> 1 — — 3 94 < /b> Relative Volatility 96,< /b> 9 15.5 3. 68< /b> < /b> 1. 40< /b> < /b> 1 .00< /b> 0.< /b> 40< /b> < /b> 0. 30 < /b> 0. 10 < /b> 0 .00< /b> Infinite Infinite 7. 64< /b> < /b> < /b> (equation continued from page 1 38)< /b> ... sulfide = 62< /b> 9< /b> .77 gr/ 100< /b> scfat 14.< /b> 69< /b> 6 psia and < /b> 59°F, or 101< /b> , 325< /b> < /b> kPa and < /b> 75°C Acid Gas Treating 1S3 ening At 500< /b> ppm, H2S can no longer be smelled, but breathing problems and < /b> then death can be expected...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 8 doc

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 8 doc

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... and < /b> carbon disulfide (CS2) to form heat-stable salts that cannot be regenerated At temperateres above 24 /b> 5 °F a < /b> side reaction with < /b> CO2 exists that produces oxazolidone -2,< /b> a < /b> heat-stable salt, and < /b> ... temperature rise in the < /b> absorber The < /b> solution concentration for < /b> a < /b> potassium carbonate system is < /b> limited by the < /b> solubility of < /b> the < /b> potassium bicarbonate (KHCO3) in the < /b> rich 1 68< /b> < /b> Design of < /b> GAS-HANDLING ... with < /b> 0%< /b> retained on 16 < /b> < /b> mesh, 80< /b> %< /b> between 30 < /b> and < /b> 60< /b> < /b> mesh, and < /b> 100< /b> % retained on 325< /b> < /b> mesh It is < /b> purchased with < /b> a < /b> moisture content of < /b> 20< /b> %< /b> by weight and < /b> buffering to meet a < /b> flood pH of < /b> 10 < /b> Because it is...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 9 pdf

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 9 pdf

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... content for < /b> a < /b> natural gas with < /b> a < /b> molecular weight of < /b> 26 /b> that is < /b> in equilibrium with < /b> a < /b> 3% brine at a < /b> pressure of < /b> 3 ,00< /b> 0 psia and < /b> a < /b> temperature of < /b> 1 50< /b> R From Figure 8-< /b> 1 at a < /b> temperature of < /b> 1 50< /b> F and < /b> ... inlet gas increases as the < /b> inlet gas temperature increases For < /b> example, at 1 ,00< /b> 0 psia and < /b> 80< /b> < /b> F gas holds about 34 < /b> Ib/MMscf, while at 1 ,00< /b> 0 psia and < /b> 1 20< /b> < /b> F it will hold about 1 04 /b> Ib/MMscf At the < /b> higher ... Total acid gas inlet = 4 < /b> .03< /b> + 0.< /b> 001< /b> 9 = 4 < /b> .03< /b> 2%< /b> Pacidin = 1 .01< /b> 5 x (4 < /b> .03< /b> 2/< /b> 100< /b> ) = 40< /b> .< /b> 9 psia Total acid gas outlet = 2 < /b> .0%< /b> Pa«d out = 1 ,01< /b> 5 x (2 < /b> .0/< /b> 100< /b> ) = 20< /b> .< /b> 3 psia From Figure 7- 12 < /b> for < /b> removing CO2 and...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 10 pdf

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 1 Part 10 pdf

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... extradate 0.< /b> 05 60< /b> < /b> 0 .07< /b> 22< /b> 0.< /b> 1 52 < /b> 0.< /b> 23< /b> 8 < /b> 0.< /b> 000< /b> 088< /b> 9 0.< /b> 000< /b> 1 24 /b> 0.< /b> 000< /b> 1 36 < /b> 0.< /b> 000< /b> 2 < /b> 10 < /b> Pressure drops of < /b> greater than approximately psi are not recommended Moisture Content of < /b> Inlet Gas An important variable ... f/gal 300< /b> 40< /b> 0< /b> 500< /b> 60< /b> 0< /b> 700< /b> 80< /b> 0< /b> 900< /b> 100< /b> 0 1 100< /b> 1 20< /b> 0< /b> 1 300< /b> 1 40< /b> 0< /b> 1 500< /b> 1.7 2.< /b> 3 2.< /b> 8 < /b> 3 .4 < /b> 3.9 4.< /b> 5 5 .0 < /b> 5 .6 < /b> 6.1 6.< /b> 7 7 .2 < /b> 7.9 8.< /b> 3 Contactor Operating Pressure EXAMPLE 8-< /b> 1: GLYCOL DEHYDRATION Problem: Calculate ... 8 < /b> -2 < /b> Approximate Reboiler Heat Duty Design Gallons of < /b> Glycol Circulated /Ib H2O Removed Reboiler Heat Duty Btu/Gal of < /b> Glycol Circulated 2 < /b> .0 < /b> 2.< /b> 5 3 .0 < /b> 3.5 4 < /b> .0 < /b> 4.< /b> 5 5 .0 < /b> 5.5 6 < /b> .0 < /b> 1 06 /b> 6 < /b> 943< /b> 8 < /b> 62< /b> < /b> 80< /b> 5< /b> 762< /b> ...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 2 Part 1 docx

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 2 Part 1 docx

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... Number Actual Trays Below Main Feed Number 20< /b> 0< /b> -1 100< /b> 24 /b> - 30 < /b> 20< /b> -< /b> 50 < /b> 4 < /b> 50-< /b> 60< /b> 0< /b> 20< /b> -< /b> 30 < /b> 20< /b> -< /b> 50 < /b> 175- 300< /b> 85< /b> -1 60< /b> < /b> 24 /b> - 30 < /b> 2-< /b> 60< /b> < /b> 20< /b> -< /b> 50 < /b> 16-< /b> < /b> 60< /b> < /b> 5 50-< /b> 6 < /b> 50 < /b> 3 50-< /b> 500< /b> 20< /b> 0< /b> - 300< /b> 70-< /b> 100< /b> 14-< /b> 30 < /b> 10-< /b> 70 < /b> 17- 70 < /b> 18-< /b> 70 < /b> 26 /b> - 30 < /b> 20< /b> -< /b> 70 < /b> 18-< /b> 70 < /b> ... Grade 22< /b> -25< /b> Grade 18 < /b> -25< /b> Grade 14 < /b> -25< /b> 40< /b> < /b> i Grade 34-< /b> 40< /b> < /b> Grade 30-< /b> 40< /b> < /b> Grade 26 /b> - 40< /b> < /b> Grade 22< /b> - 40< /b> < /b> Grade 18-< /b> 40< /b> < /b> Grade 14-< /b> 40< /b> < /b> 55 i Grade Grade Grade Grade Grade 70 < /b> i 34-< /b> 55 30-< /b> 55 26 /b> -55 22< /b> -55 18-< /b> 55 Grade 14-< /b> 55 85< /b> ... -37* ASTMD- 183< /b> 7 -81< /b> 2.< /b> 5 — — 2,< /b> 5 ASTMD -2 < /b> 163< /b> < /b> - 82< /b> < /b> 2 .0 < /b> 2 < /b> .0 < /b> — ASTM D -2 < /b> 163< /b> < /b> - 82< /b> < /b> — — — — ASTMD -2 < /b> 1 58-< /b> 80< /b> < /b> ASTM D -21< /b> 58-< /b> 80< /b> < /b> ASTMD- 183< /b> 8- 84< /b> < /b> ASTM D -27< /b> 84< /b> -< /b> 80< /b> I GPA Propane Dryness Test (Cobalt Bromide) or D -27< /b> ...
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ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 2 Part 2 pps

ARNOLD, K. (1999). Design of Gas-Handling Systems and Facilities (2nd ed.) Episode 2 Part 2 pps

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... Integral (onshore only) 10 < /b> 20< /b> < /b> 2 < /b> .0 < /b> 2.< /b> 7 2,< /b> 7 ! 3 4 < /b> 40< /b> < /b> 9 80< /b> < /b> 3,9 20< /b> < /b> High Speed High Speed Centrifugal 100< /b> 2 < /b> 2.7 2 < /b> .0 < /b> 2 < /b> .0 < /b> 2 < /b> .0 < /b> 2 < /b> 19, 6 < /b> 02 /b> 88< /b> 1 90 < /b> 3 80< /b> < /b> Centrifugal Screw High Speed High Speed High Speed Screw 4 < /b> .0 < /b> ... horsepower and < /b> number of < /b> stages A < /b> first approximation of < /b> the < /b> number of < /b> stages can be made by assuming a < /b> maximum compressor ratio per stage of < /b> 3 ,0 < /b> to 4 < /b> .0 < /b> and < /b> choosing the < /b> number of < /b> stages such that: ... can be assumed that ratio per stage is < /b> equal for < /b> each stage • Next, calculate the < /b> discharge gas temperature for < /b> the < /b> first stage If the < /b> discharge temperature is < /b> too high (more than 300< /b> °F), a < /b> large...
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